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0025 HIGH POPPLE ROAD
i i . g afCYCLGv 12534 i No.2153LOR 4 HASTINGS.MM G�i�SI'D tot, ,KT�ov r�KP v 0 0 7 _ t t a o _ 1 a. o , 0 v .-;.:.�...,. _n.—.�� -_..... _. _..- ...._- ,. �...... ...; ...-- _ .. - .. -, •We[x2idfui✓ fi,tia.... � .`�:.._:v=. ... 1 - �3n:i�.'�.,: i'am�.�lOuioA�S7�ti h i � Telephone: 508/563-6049 COLONY'INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR: / J Y / JOB SITE ADDRESS: DATE: I• r AREA THICKNESS R-VALUE Ceiling Cathedral Ceiling Garage Ceiling Basement Ceiling Slopes , Exterior Wall Garage Hse. Wall W alkouI Wall Cathedral W all C3 Blockers CA Overhang - n V 4; ' Stair/Risers 4� '— s'l� } ' . 1 W .� t c M ' cJ All R-value t ickn s measureme is a deemed to be accurate by the following installers: F. •L' TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM r Arnthane ThermalGuard CC2 TECHNICAL DATA SHEET appropriate PPE as required by OSHA, intended for use by nonprofessional. ThermalGuard CC2 demonstrates NIOSH,and state/local safety applicators,or those who do not excellent adhesion to various substrates regulatory agencies. purchase or utilize this.product in the when installed according to normal course of their business. The manufacturer specifications. It is the applicator's responsibility to potential user must perform any comply with all job site safety pertinent tests in order to determine the ThermalGuard CC2 resin(B)does not requirements set forth by OSHA, product's performance and suitability in require agitation. Do not pre-heat or NIOSH,and state/local safety the intended application,since final recirculate resin(B)as doing so will regulatory agencies. determination of fitness of the product result in the"boiling off'of the 245fa for any particular use is the blowing agent which will result in poor LINHATATIONS responsibility of the buyer. yield and poor foam performance. ThermalGuard CC2 should not be left All guarantees and warranties as to the ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Amthane shall at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near have only those guarantees and pass with a minimum of 30 minutes high heat or open flame.. warranties expressed by the between passes It is the applicator's manufacturer. The buye 's sole remedy responsibility to test lift thickness for a ThermalGuard CC2 must be covered as to the material claims will be against " particular application prior to rwith an approved 15-minute thermal the manufacturer of the product. The commencing installation to ensure that barrier when used as insulation for aforementioned data on this product is the product can be installed safely at the residential or commercial buildings. to be used as a guide and,is subject to desired thickness. Installation must comply with all change without notice. The information applicable building codes. herein is believed to be reliable,but SAFETY&ENVIRONMENT unknown risks may be present. Do not install ThermalGuard CC2 at a ThermalGuard CC2 is installed by thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR independent SPF contractors. It is and do not apply subsequent passes IMPLIED,INCLUDING PATENT recommended that building owners within 30 minutes of the previous pass. WARRANTIES OR WARRANTIES verify that the SPF insulation contractor In rare cases doing so may cause OF MERCHANTABILITY OR maintains proper credentials,insurance, charring and combustion. FITNESS FOR USE,ARE MADE BY and licenses and is properly trained to ARNTHANE INC.WITH RESPECT safely install SPF insulation products. It is the applicator's responsibility to TO PRODUCTS OR INFORMATION test lift thickness for a particular SET FORTH HEREIN. ThermalGuard CC2 achieves a Class I application prior to commencing Fire retardancy rating and meets or installation to ensure that the product Nothing contained herein shall exceeds minimum building code can be installed safely at the desired constitute a permit or recommendation. requirements for fire safety. thickness. to practice any invention covered by a patent without a license form the owner ThermalGuard CC2 has low odor during Please contact your technical sales of the patent. Accordingly,buyer application and produces no toxic representative for recommended assumes all risks whatsoever as to the vapors after application. equipment configurations and for use of these materials,and buyer's recommendations for your particular exclusive remedy as to any breach of Always read and follow all Material application. warranty,negligence,or other claim Safety Data Sheets provided with all shall be limited to the purchase price of:. shipments.Additional copies are DISPOSAL&CLEAN UP the materials..Failure to adhere to any available upon request from Arnthane recommended procedures shall relieve Inc.or your technical sales Cured/reacted product may be disposed Arnthane Inc.,and the manufacturer of representative. of without restriction.Excess liquid'A' all liability with respect to the materials and'B'material should be mixed and their use thereof. Basic PPE safety equipment is required together and allowed to cure,then for personal protection including,but disposed of in the normal manner. not limited to:long-sleeve chemically Product containers that are"drip free" resistant overalls,rubber,nitrile,or may be disposed of according to local, t latex gloves,splash shield or safety state and federal laws glasses with splash guards,rubber or leather boots w/covers,full-face air- WARRANTY&DISCLAIMER A purifying respiratory(APR)with ' ® Arnthane appropriate cartridges or full-face The data presented herein is subject to supplied-air-respirator(SAR),and other change without notice and is not Arnthane lnp. 1002 W Main Street Richmond,MO 64085 P 816.776.3015 F 816.776.3215 www.arnthane.com Arnthane Therma/Guard CC2 TECHNICAL DATA SHEET PRODUCT NAME PHYSICAL CHARACTERISTICS Property Value Test Method ������� Density(nominal): 2.0 lb/ft3 _a"`ASTM D-1622 R-value: 7/inch ASTM C-518 ThermalGuard CC2 . Compressive Strength: 35 PSI ASTM D1621-94 Tensile Strength: 70 PSI ASTM D1623-78 PRODUCT DESCRIPTION Dimensional Stability: <4%A ASTM D 2126 Closed Cell Content: 960% ASTM D 2856 ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ I") ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96 foam(SPF)insulation designed for use Fungus Growth: None ASTM G21 in residential&commercial structures, Service Temperature: 250 OF(120°C)* exterior foundation or perimeter 'Service temperatures will vary depending on application. Contact yourArnthane Technical Representativejor insulation,below grade applications, i recommendations and limitations. Always test ThermalGuard CC2 for suitability for your particular application in exterior tank/pipe insulation and etc. a safe manner. ` ThermalGuard CC2 is applied as a LIQUID PROPERTIES liquid and expands 25x in seconds to fill Property Value Test Method i and seal building cavities of any shape Viscosity(A) 200-250 CPS ASTM D-2196 and size. It.exbibits superior thermal Viscosity(B) 1100 1300 CPS ASTM D-2196 insulation,air-barrier,and sound Weight Per Gallon(A) 10.25 lbs/gal ASTM D-1475 attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475 conventional insulation materials. REACTIVITY PROFILE Once fully cured ThermalGuard CC2 Proj)erty Value remains rigid maintaining significant Cream Time: 2-3 seconds @ 25'C(77 OF) structural strength and thermal Rise Time: 12-16 seconds @ 25*C(77'F)u insulation properties in adverse i conditions across a wide variety of COMBUSTION PROPERTIES applications. Property Value Ts Method Flame Spread Index: <-25 ASTM E-84 MANUFACTURER Smoke Development: <450 ASTM E-84 ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by Drum Weight(A) 551 lbs Drum Weight(B) 500 lbs Arnthane Inc. Total Set Weight 1051 lbs 1002 West Main Street Storage Temperature Range(STR) 60—80 OF Richmond,MO 64085 -Shelf Life at STR 6 months P.816.776.3015 F.816.776.3215 *Do not allow material to freeze. Do not pre-heat or recirculate(B)material as it will cause frothing and loss of tivww.arnthane.com blowing agent. Storage at temperatures above or below STR may shorten shelf life and cause degradation or loss of blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump cavitation and poor mixture of(A)and(B)components. For best processing performance duuring application(A) CORROSION ' and(B)&wm temperatures should be between 60 F—80 F ThermalGuard CC2 is chemically& PROCESSING PARAMETERS physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115—145 OF* wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—105 OF (PVC),copper,vinyl,and glass. Ambient Temperature: 35—105 OF Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per Set* I Maximum Lift Thickness: 4 inches*" ThermalGuard CC2 must be spray 'Processing parameters&yields can vary widely depending on substrate temperature,type&condition,ambient applied using approved equipment.Use 1:1 ratio proportioning system that can temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the quality and characteristics of the foam and adjust equipment temperature&pres,�z e settings as needed to achieve the specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and . pressure requirements. performance ofthefoam. **ALWAYS test Thermald curd CC2 at desired thickness in a safe manner prior to insulating structure to ensure that it can be safely installed at the desired lift thickness without risk of charring or combustion. It is the occlusive responsibility of the applicator to achieve proper lift thickness for safe application. Safe lift thickness may vary from application to application. J it's� 1 Town of Barnstable Building e ��.�„"'wy�x "`"'s�.,',t.'��'.^n€3S^'�5�'.'�•'w��. `-`.i�' ,,' '�°x�t�...�'°!.`.,+,C.g`;"�«-'?C'�"":,i=�3..:^sf�'�'i'x"''$°'F'a"�'� ^3yt ..x.,.n�x ..w4�;�eq,.+a,'!3'ie�"0wlt!t'.,..��•���'Y`i..rS�..�` ',"•"_,'..i' �'}s PostThis:Card,So:T.hat�t is';VisibleFromahe Street,;Apptroved PlansMust be Retained on Job and>this„Card_Mustbe Kept, , �, BAA7G3fAfi1$ 4�:53:;r'?'. l` .":}`'.:✓, T.x.;yaz'i'],.-I'r"fewr:ri"�." '-Kx" �.oa?a:.A'"' ,.te: ^tf 't^ "`rt' ;s,'Ps t, `a°� 'i"' A 7K,:.aK� hl., ,.$�''�. :L' ,._ aS'':}b 'S r. .u,i • i. � "� Posted Until�Final:lnspection Has'�Been�Made �'�.��'� �`� _ � a.; .��� ��'�`-�r�Y Ny��>•,F" �� � -�$,� 3 =.t 163P rww5: at *..vCF :x.w .'„ + �? ;�, • xb ,arS % w� ear�a+° Wh�ere�ayCert&ficate of,Oc�,cupanc�y,�s�Reged�su�ch Building s�hall�Nbe,Occup�edl anallbeen made Permit I Permit No. B-18-241 Applicant Name: TIMOTHY GRAY BUILDING& REMODELING Approvals Date Issued: 01/30/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 07/30/2018 Foundation Location: 25 HIGH POPPLE ROAD,WEST BARNSTABLE Map/Lot: 105-006 Zoning District: RF Sheathing: 3g>l8�PX2 }�� 0' y �i Contractor'Name gjIMOTHY GRAY Framin l8� Owner on Record: SNYDER,JAN �,� g: LK Address: 25 HIGH POPPLE ROAD , 3r 'tr `� „Conntractor License::CSFA-046234 2 WEST BARNSTABLE, MA 02668 »" f Est♦' Project Cost: $87,000.00 Chimney: Description: FOR NEW ADDITION 14X16 SUNROOM OFF KITCHEN AND" ;Permit Fee: $493.70 r F Insulation: FOUNDATION,WOOD FRAME(2X6) NEW BUILDING IS 224,SQ FT " . *� r �y Z p. � " Fee Paid $493.70 NEW DECK IS 248 SQ FT SEE PLANS(NEW CEMENT.TUBE'S FOR O t�? y »; Final: Date 1/30/2018 DECK) Vr Y• �sx��'� -" Plumbing/Gas Project Review Req: ` / < wl Rough Plumbing: , : •� c Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work a6thhorrzed'16y this permit is commenced within six months afters suance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which:this permit has been granted. r - 0 Final Gas: All construction,alterations and changes of use of any building and structures.shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street o road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical ? r + Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and;Fire Officials are'provided on this permit. Minimum of five Call Inspections Required for All Construction Work: ,, �;, r �_ � ' Rough: s , 1.Foundation or Footing ��c'.f ,.,.w � - `. =N•^ ` 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT --zTOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION Map Og Parcel � �j�b Application #, t� Health Division 2 Date Issued Conservation Division � b� Application-Fee Planning Dept. �eJ s�� O21*O Permit Fee /+ Date Definitive Plan Approved by Planning Board��0 Historic - OKH _ Preservation/ Hyannis Project Street Address ��� I � Village G/44— Owner �"OV� -s �'/�/ Address Telephone Permit Request �G�✓ /off / lC �C>%!-�/'�P6''' O/Z/% /✓c� /�-ll✓ �. At- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain C Groundwater Overlay Project Valuation or' "O' Construction Type GvO Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family bL Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes fioNo On Old King's Highway: ❑Yes �No Basement Type: ❑ Full *Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:.existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: C8.Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION / -y (BUILDER OR HOMEOWNER) Name Telephone Number 17 Address Cih J License # `fir! Home Improvement Contractor# [�����1�►C4211_G�orker's Compensation # 2_G&11AI61 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO c l SIGNATU DATE / r J In y FOR OFFICIAL USE ONLY s APPLICATION # s ti DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE } ' OWNER ,1 t r DATE OF INSPECTION: FOUNDATION FRAME S a } INSULATION t FIREPLACE s . ELECTRICAL: ROUGH FINAL r , i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN'NO. 3 01/23/18 05:07AM HP LASERJET FAX p.01 Town of Barnstable ' Regulatory Services ,u, >skUrd V.Smk DbvLWr• Building Division pawl nany BwDQdaR Commtobaar , 200 Mato sue.Hymb,MA 02601 www.t+ambermubkAam Offices 5084624039 F= 508-79M230 Property Owner Must Complete and Sign This Section 11ljd ABWId i* �_ .•e;,.•J1 j ) `'- c {I ss Own.=of the subject paopedy hereby av$iorize to act on my behA in jU mwen mIxeve to wvotk audw6zed by this bmldi%pc=it application foe (Arddaeee of Job) ri **Pool fcaoes and alaams are the responsibility of the applicant Pools ate not to be filled or udbzed before fence is installed and all final inspections am performed and accepted. S fnstvzs of Owner+ Lgmu=of AppHcua Print Name Print Name, --J Date • Q:t�cs. . 1 a6ed IFUE6EGSOS 6e.D wU•xed dH Wd%:90 em ZZ Uef 01/23/18 OS:07AM HP LASERJET FAX p.02 .I011 Li c v 15/ Vd.1L1.1'1 1 1P 1 00%10 11 %J Or JwvJ"740 11 ! `/OyL 1. (r Town Of Barnstable Regulatory Service® ItsehaM V.Se4 Dine W $ E Buntline Dhjdon eat Pad P40u,8dldlllQ Colaminbeer 20D Main StzM F*aaais,MA 02601 www.toeva.baras4tbtam�os Oe: S08-8b24038 l'M 508-7904230 sat�owrrm tac�wts sa OR DAM C:r bmmo _ -t..•�:1::� 1.•�1:� fy CURRWT MAl J;&ADDQtM•_� , b ------------------ f1rto RUVW NMWRilMl to WOW' [�,wa�Od t0 indbit�e Of six Wks Cr IeSi and sm.lndMd=l liar him who doo3IIpt possosi g jlc4nm �- n6FIIanoN or H0MMU MM 1'MW(8)who CWzW A pamd Of Ind®which haulm residas Or WWnds to MWe,on which there 14 or is W anded to ba,a ono err iw A o-1MJY dwa zl&e�scated or detrsobed soractares any to such user and/or berm$truetorss, pacaon who oamtr Moto than Cmhome b a talo-year period ihsll not be Considered a homeowntsr. Shah 'b'row a'shall salrmit to the Bnllft tfoial ort a fbsm acceptable CD the Budld6og Official,that Visible for all 1,� ,.,,,� ' a. RmaL(Sac on 109.1.1) The andenigned"bomnowner^ammues toepoat"by liDr comphaco wfth the State Hvildutg Code earl other applicable nodes,bylaws,ralau and mprlr4foas. The undersiguod"homeowner"certMes that hdsho vader8tands the Town of Barnshtblc Building Department mhdMM Wpecdoo Woce`-t' Md roqutr+:smt errs and that hGAC WM comply% t edd pcomdm=and rmae llamaoenar t Note: Tluo funliy dwettings oonptinleg 35,000 cubic fact or Sbo Bur7dIAS Code S+ocdon 127.0 C=zft-. on Cono� ��will be requited to comply wlt6 the The Code staters that: -Any bom� �� � shall be earempt lbom the prorh-An b mehis sec r Performing n work w�a banding permit Is required . Provided that If W bomawner oa "owing of constractfon 9npervtsoro); as sayer vioor.p a O1(a)for hire ib do each worts,that sack Hoseorrner$hail ad Many homeowners who rye thh a mption are ngsa�that they are assamtng the respo0slbilltics o! a aoperrleor(coo Appendix Q,Roles 8 Rsgalatbns for Lcenslug Constrnctlon Snpenhwra,Section 2.13) This belt of awar;am after results to$e?ipnj problems,partl when the homeowner persons In this rfte,,our Board eanne proceed cUMa It ,, er htni aDkmsed Su u agaias!the aotfcco$ed person as It would with a Ifeeatood pervb>or. The homeowner aster at Superv9sor,b nldmatefy t'espoaslble. To easaro that the hoaiep�vaer b ratty aware of his/her respomtba tlm,mogy as part of tau pariah appAeotion,t tlly bat the homeowner eer that he/abe anderstawda the rarponsibl eommtwltles r eqaequire, ors t4opervlsor. On the Lint Pala of this two h A form for matly used by several togas. Voa a=Y ea a4d adopt such a r"WCCrU>loa for on to your eommnalty. re OD amend Mass ach_usetts Department of Public Safety ®u Board of Building Regulations and Standards License: CSFA-046234 R 'Construction Supervisor 1 & 2 t ` Family �. r TIMOTHY GRAY 68K NICOLETTA'S WAVY- MASHPEE MA 02649 Expiration: Commissioner 11/3012018 opmw k{"`j: '�'�ffice�,•'':,v��»er.'Afta,rs 3c'Sua n��"r ;i�^ � . }TOME tMpROVEMI -4NTCONTRACTOR%:a .� '?`-- Regl§Ua.OJn ` ?02t)�4� „� r}} 6•. �Ezp�ration:r-7/2i2018' Prnate--orporati-w) ,f • ..-,- t•I,IMOTHY•GRAY BUILDING,&'REMODELINGaw f -ITimothy Gray �63 K NICOLETTAS WAY,`��T .-' ;�c, '.. •- — Mashpee,MA 02649 Undersecretary 3 '.erise or registration `valid for in' droidul use only; t Ml :. Iforei.he expiration date.;If found'returri�to: 1, ' h --C..riice of Consumer.4ffairs'and Business Regulation ` 'r 1'10 Par!F`Z`laza-Suite 5170 1 Boston,MA 02116 { 1 I Not v without sign ure A6& CERTIFICATE OF LIABILITY INSURANCE i PATE(MMIDDIYYYY) 01/22/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFOIRDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING l i SURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Kris KO feski Mark Sylvia Insurance Agency,LLC PHONE FAX 404 Main Street 508 957-2125 AIC No:508-957-2781 AI Centerville,MA 02632 A DRESS:mark marks Iviainsurance.com INSURERS AFFORDING COVERAGE I NAIC# INSURERA:Afbella Protection Ins CO INSURED INSURER B:Farm Family Casualty Insurance Timothy Gray Building and Remodeling Inc 68 K Nicoletta's Way INSURERC: Mashpee,MA 02649 INSURER D: INSURER E: INSURER F: I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR rypE OF INSURANCE ADDL SUBR POLICY EFF ' POLICY EXP ( LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY 952005279502 2/26/2017 2/26/2018 EACH OCCURRENCE $ 1,000,000 7AMAGE-TO CLAIMS-MADE a OCCUR PREM SES EaENTED occurrrenre $ 100,000 MED EXP(Any one I erson) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JECT PRO ❑LOC PRODUCTS-COMP'/OP AGG $ 2,000,000 OTHER: I $ ' AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident I ANY AUTO BODILY INJURY(P4r person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident I $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ -4EXCESS LIAB CLAIMS-MADE AGGREGATE I $ DED I I RETENTION$ I $ B WORKERS COMPENSATION 2001 W6340 10/15/2017 10/15/2018 PER OTH AND EMPLOYERS'LIABILITY STATUTE ANYPROPRIETOR/PARTNER/EXECUTIVE YIN N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/M EMBER EXCLUDED? N NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Carpentry Timothy Gray is covered by the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION (508)790 6230 SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved.. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD J RA AWC Guide to Food Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 53011.2.1.1)1 0 Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B _mil 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ stories s 2 stories �- RoofPitch ..........................................................................(Fig 2) .........:.................................. -7 512:12 ✓ MeanRoof Height ..............................................................(Fig 2)................................................. ►t ft s 33' ✓- BuildingWidth,W................................................................(Fig 3)................................................ I If ft s 80' ✓ BuildingLength, L ..............................................................(Fig 3).................................................L ft s 80' / Building Aspect Ratio(LNV) ................................................(Fig 4)................................................L.,Z��S 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................6'8' 6'8" ✓ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ ./ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................:................................................................. ✓' ConcreteMasonry.................................................................... .............................................. / 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4)....................................... ... _ in. _ Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... rt in. 6°—12° Bolt Embedment—concrete.........................................(Fig 5)........................................... in.a 7° Bolt Embedment—masonry.........................................(Fig 5)............................................ in.a 15" PlateWasher...............................................................(Fig 5)...............................................a 3°x 3°x Y4" _sue 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).............................C�ft s 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... d>ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... Qft 5 d FloorBracing at Endwalls...................................................(Fig 9).................................................................... ✓' Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....................... Floor Sheathing Thickness.................................................(per 780 CMJ3 Chapter 55). ......... in. Floor Sheathing Fastening..................................................(Table 2).. d nails at bin edge/LZin field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... .3 ft s 10' Non-Loadbearing walls........................................ .......(Fig 10 and Table 5)...........................�ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... ldin.s 4.o.c. •� Wall Story Offsets ........................................................(Figs 7&8)............................................ ft s d .✓ 4.2 EXTERIOR WALLS$ Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 6 - 7 ft'-e in. r✓' Non-Loadbearing walls................................................(Table 5)..............................2x-C---Z ft�in. ✓ Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)............................................. ...a ft aW/3 ✓' Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_.C)ft a 0.9W ✓ 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. .............................. r/ Double Top Plate / Splice Length ........................................................(Fig 13 and Table 6)..................................... Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checkfist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ 2 y' Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .........................................................(Table 9).................................. ft 0 in. s 11' �1 Sill Plate Spans ..............................:.........................(Table 9).................................. ft 5 in. s 11' Full Height Studs (no.of studs)...................................(Table 9).................................. .................. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. aft t5 in. s 12' Sill Plate Spans...........................................................(Table 9)..................................�ft Q in.s 12" Full Height Studs(no.of studs)....................................(Table 9)........................................................— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest OpeningZ .............................................................................(0 6 s 6'8° SheathingType..............................................(note 4)...................................................... 2 ✓. Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. ri Field Nail Spacing..........................................(Table 10)................................................._LZ in. Shear Connection(no.of 16d common nails)(Table 10)........................................................z _�- Percent Full-Height Sheathing.......................(Table 10)................................................... r- 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..:.................. Maximum Building Dimension, L Nominal Height of Tallest Opening2.......... ............................................................6!9 s 6-8- SheathingType..............................................(note 4)....................................................W5P ./ Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... _3_in. Field Nail Spacing..........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11).......................:............................. Percent Full-Height Sheathing C Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... ./ Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) r Roof Overhang .................................................... (Figure 19).............._,ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=,�*plf .� Lateral.............................................(Table 12).............................................L=J,-&e plf Shear...............................................(Table 12).............................:..............S==plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T=l'�plf Gable Rake Outlooker.........................................(Figure 20)..............)ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=11'7 lb. _cam Lateral(no. of 16d common nails)...(Table 14).......................................L=Lt D. ./ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. .� Roof Sheathing Thickness........................................... .............................................!Fg in.a 7/16"W�SPA Roof Sheathing Fastening...........................................(Table 2)........................................................ .i Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas 11®mph Wdnd Zone Massachusetts Checklist for Compliance(780 cMR 5301.2.1.1)' -WEN THR EDGE REM ON FRANNG U5£Sd NAILS ATs"o c 11 11 tk le 1! 1 11 le I! 1 u 1.1 71 11 11 r I el 11 11 It II 11 11 e 11 11 11 1 M 1•I 1 11 11 O 1 11 Il K I L Y 11 e f,T 1 IL O 11 ij 4i 1 Ir a Ir a Ir � ry � i'i � IEd d It p� 11 Ir � 1 I! 111 If fl �• ee I � 11 11 g 1 IL le 11 1 IL /1 Ir 1 a 1� 1•r 11 � 11 11 1 11 Q II 11 W 1 V W e !1 tlI ty �/VVIPLG>rtA7L `_______ - NAfLSPACWG / PANEL _ v� See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i I AWWC Guide to Food Construction in High bind Areas.110 mph Wind Zone Massachusetts Cheeldist ffor.Compliance(780 CMR 5301.2.1.1)' a i IMP e 1 lu 1 ra + ' a FRAMING MEMBERS ` EDGE Iff ERMEMYE i r► i I i e ell � 3 EAIN. � r � —#i - 0 1 -- V- t T�—-L ---^o STAGGERED L30 MM+1. AWL PAT7MN � PANEL PAf O EDGE DOUBLE NAIL EDGE SPAUNG DML Detail Vertical and Horizontal Nailing for Panel Attachment vi. AWC Guide to Food Construction in High Wind Areas:110 mph Wand Zone Massachusetts Checklist for Compliance(780 C R 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment f BeamChek v2013 licensed to:Giampietro Architects Reg# 7124-1030 i CBD-Snyder/Kent Res. Ridge Beam @ Sunroom Beam#1 Prepared by: LFG Date: 11/30/17 Selection (2) 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft i Conditions NDS 2012 Min Bearing Area R1=2.7 in' R2=2.7 in' (1.5)DL Defl= 0.37 in Data Beam Span 14.0 ft Beam Wt per ft 10.68# Reaction 1 TL 1755# Reaction 2 TL 1755# Bm Wt Included 150# Maximum V 1755# Max Moment 6142'# Max V(Reduced) 1507# TL Max Defl L/240 TL Actual Defl L/455 Attributes Section in' Shear(in') TL Defl in Actual 82.26 41.56 0.37 Critical 32.71 11.89 0.70 Status OK OK OK Ratio 40% 29% 53% Fb(psi) Fv(psi) E psi x mil Fc (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2253 190 1.8 650 Adiustments CIF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 240 =A i r Pip ARC/yjr •�� GIAMp� F� E �`�. FT9O N. D 5 � gg29 0 SALT OF Uniform Load A 0 0 R1 = 1755 R2= 1755 SPAN=14 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Snyder/Kent Res.Add.for Cotuit Bay Design 25 High Popple Road West Barnstable, MA G.A. Project#1792 I BeamChek v2013 licensed to:Giampietro Architects Reg# 7124-1030 CBD-Snyder/Kent Res. Header Beam @ Sunroom Beam#2 Prepared by: LFG Date: 11/30/17 Selection (2)1-3/4x 7-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.8 in2 R2= 1.8 in' (1.5)DL Defl= 0.19 in Data Beam Span 7.0 ft Beam Wt per ft 6.52# Reaction 1 TL 1145# Reaction 2 TL 1145# Bm Wt Included 46# Maximum V 1145# Max Moment 3540'# Max V(Reduced) 1099# TL Max Defl L/240 TL Actual Defl L/438 Attributes Section in' Shear in2 TL Defl in Actual 30.66 25.38 0.19 Critical 17.63 8.68 0.35 Status OK OK OK Ratio 57% 34% 55% Fb (psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2410 190 1.8 650 Adiustments CIF Size Factor 1.071 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 70 =A Point TL Distance B= 1755 3.5 1..4,♦ Pip ARC�y/t G�AM < Pj�Fps• 0 `03 90 an ¢ p 4929 ► N SN• fP�PppU SAA• P - Uniform Load A Pt loads: 0 R1 = 1145 R2= 1145 SPAN=7 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Snyder/Kent Res.Add.for Cotuit Bay Design 25 High Popple Road West Barnstable, MA G.A. Project#1792 BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 CBD-Snyder/Kent Res. Beam @ kitchen/dining Beam#3 Prepared by: LFG Date: 11/30/17 Selection (3)1-3/4x 16 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.8 in' R2=6.8 in (1.5)DL Defl= 0.42 in Data Beam Span 16.0 ft Beam Wt per ft 21.58# Reaction 1 TL 4410# Reaction 2 TL 4410# Bm Wt Included 345# Maximum V 4410# Max Moment 21151 '# Max V(Reduced) 3821 # TL Max Defl L/240 TL Actual Defl L/455 Attributes Section in' Shear ins) TL Defl(in) Actual 224.00 84.00 0.42 Critical 117.30 30.17 0.80 Status OK OK OK Ratio 52% 36% 53% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2164 190 1.8 650 Adiustments CIF Size Factor 0.962 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 420 =A _ _ Point TL Distance B= 1755 8.0 P�0 ARC,, C-�F G1AMP��c�p� � y 90 ¢ p C A929 OU CT v Uniform Load A Pt loads: 0 4 R1 =4410 R2=4410 SPAN = 16FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Snyder/Kent Res.Add.for Cotuit Bay Design 25 High Popple Road West Barnstable, MA G.A. Project#1792 '�� � T-77 Z' d" kN" i O J w i C, o {� b t /) f ,v 1 L J PARCEL IS LOCATED IN FLOOD ZONE TO THE BEST OF MY INFORMATION, It BUILT (LT „ V LO T N L A P KNOWLEDGE, AND BELIEF THE AS BUI L; ' MaS S. eo rr � r��.�:., SHOWN ON THIS -- PLAN NAS BEEN LOCATED ON THE GROUND AS INDICATED-SAND. DOES DATE k . , �, ', SCl1LE. -f .,L... CONFORM TO THE ZONING SETBACK LIMITS. r� �`2 r� leotj//V it/ L-t%/LCO ,.- pRol.-I:SSIONAL LAND SURVEYOR C, 203 SETUCKET RO?D —r ,/ SOUTH DENNIS, � Assessor's Office(1st floor) Map l U 5 Lot 6&to l-43 Permit# a o2 o' ConsdrVation Office(4th floor) Date Issued Board of Health(3rd floor)(8:30-9:30/1:00- 2:0.0) Fee _OSD,1-0 Engineering Dept.(3rd floor) House 4f pi_ anni•.,,.r st floo SEPTIC Sl' S INSTALL Y®IRI N A ,< E card, J 19 .r WITH TIT • TOWN OF BA T �� NMENTAL c®CE 44g :j RNS AB [� [4= . p. Building Permit Application Project S Village LEST I?A/t�JSTftl3 LE- C,5041#i al Owner IhA, Y- t!!LS to,//i 4m r jU FV/ Address ,?S N/(r/1 'PWACC CFO Telephone J71A - ,?76 3 4 Permit Request /&_-o ' /8=0 nNt' s'ro,eY 00/tCpt f-ppaiwi Total 1 Story Area(include 1 story garages&decks) square feet Total 2 Story Area(total of 1st& 2nd stories) square feet Estimated Project Cost $ 2 S , ti „ Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current.Use RE-lb E6!Ti/9L Proposed Use Constructi on Type F>tR,-nE Commercial Residential 1( Dwelling Type: Single Family X Two Family Multi-Family Age of Existing Structure;14r YcwgS Basement Type: Finished X Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms two Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached, Other Detached Structures: Pool Attached X Barn None Sheds Other Builder Information Name AFI& U gu i C l0F/LS ;ZrVC Telephone Number SfQ -75y- ?41 S Address P D, A x - License# 075,47 3 KIDS As M4 Home Improvement Contractor# /U 6/02a I Worker's Compensation# a2_ O NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO °To 13E PC-7- foi/NGD o SIGNATURE Ad1� DATE /2--V-9-T BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. , ADDRESS VILLAGE OWNER 9 � , DATE OF INSPECTION: r FOUNDATION ( l3/QZ c3,Ta PQ� Q 0 iCQ � P 7 FRAME INSULATION `Z'� we� rS Pez,�.. M-r 7-( FIREPLACE �4u 'L o �(►.)�'11U-r to.. ��n 14c^t'r ..q („ O-J f F c> ELECTRICAL: ROUGH'.'..: FINAL I n PLUMBING: ROUGH `x`; FINAL GAS: ROUGH, ; FINAL a FINAL BUILDING • ' "" .. DATE CLOSED OUT ASSOCIATION PLAN NO. ------------------------------------------ Z' COMMONWEALTH I DEPARTMENT OF PUBLIC SAFETY_ galluretoposs®ssacurrent OF ONE ASHBORTDN PLACE VaasacbraaettsaYateBulPdlnB vV MASSACHUSETTS BOSTON,MA 02108 Code iscaase for rAvocatlon of this license. CAUTION EXPIRATION DATE CONSTR. '�iI�' P�i I r'.0t 0.3/02/ `l 9 96 EFFECTIVE DATE LIC-NO. FOR PROTECTION AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB 14 0�1 P;6J'.t / 935 ) 273 PRINT IN APPROPRIATE ° ° BOX ON LICENSE. 47 ''h^ '"r'= `"T?<; $ BLASTING OPERATORS SUzzAiiDS _'.sAY MA 02332 � m NI UST INCLUDE PHOTO. m PHOTO(BLASTING OPR ONLY) F �t ('1 h 7day�t iy_—, i7l l:..00 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY �.t""1 HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER _ THIS DOCUMENT MUST BE `— NAME II THE HOLDER WHEN EN- PABOVE RE LINE CARRIED ON THE PERSON OF - SIGNATURE OF LICENSEE L✓ P. �0 OTHERS-RIGHT THUMB PRINT GAGED IN THIS OCCUPATION. NER I I HOME IMPROVEMENT CONTRACTORS REGISTRATION I Board of Building Regulations and Standards One Ashburton Place — Room 1301 I Boston , Massachusetts 021'08 I I . HOME IMPROVEMENT CONTRACTOR i Registration 106126 Expiration 07/22/96 t`---------------------------------- I Type — PRIVATE CORPORATION i . Armm*e4a,�f . I . Registration 106126 Benson Builders , Inc j f Type - PRIVATE CORPORATION Mark R . 3(anson I Expiration 07/22/96 47 Maple Street/ Box 78 i Buzzards Bay MA 02532 I Benson Builders, Inc. I Mark R. Benson I ) 1 Maple Street/ Box 78 - I Buzzards Bay MA 02532 . ADMINISTRATOR 11:02,9 ' I k� C0I unanwaalgt of Ma6,aac1x"4e& 600 W"AMy&x Stmd C �,� M"utd,� 02f If James.!.Campbell .. • Commissioner Workers' Compensation [ttsuzmee Affidavit Waea:edpemt�e.► with a prindpal place of business at: do hereby certify under the pains and penalties of perjury, that: I am an employer providing workers' cotupensation coverage for my employees work this job. , ZATFR,&� c19<uALiT, (:-,�30 / 76/z Insurance Company Policy dumber () I am a sole proprietor and have no one wonting for me in any capadty. (� I am a sole proprietor, general contractor or llotneowner (rude one) and have hired contractors listed below who have the following workers' cosapemdon policies. Contractor Insm-Mce UgmylPoficy HU Contractor Insurance Company/Policy Nu. Contractor hmmce Company/Policy Nu. () l am a homeowner performing all the work myself. I undt-arand that a cow of this s=emem will be forwarded to the Office of IMMId dons of dw O1A for ct m2le vetM=ion and ftt f7iiu cciersee is reGi.-ed under Section 23A of MGL I:.can kad m the fmpoaition of aiming penalties eoMisdas of a fttte of up to S1,500-C yts:s' Im;rfto-ment as well as civil penalde_s in the form of a STOP WORK ORDER and a flt a of S100.00 a day 20=me- Signed thaix`' ;. p day of Gcen Permittee Building Departmem Licensing Board Selectmen Office Health DePIUMent The Town of Barnstable • �� :: Department of Health Safety and Environmental Services Building Division 367 Main Sheet,Hyannis MA 02601 Office 508-790-6227 Ralph crossca F=• 508 775-33" Building Conu For office use only . Permit no. Date 1Z - AIMAVIT HOME nmROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION a MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,moderairation,conversion, improvement, remo%al, demolition, or construction of an addition to any pre-edstiag owe 0e02pied building containing at least one but not more than four dwelling units or to strums which are ad]2cent to such residence or building be done by registered contractors,with certain Caxptions, along with other M Type of Work: eS►AEA ESL Cost—a j�.S__ Address of work: hl1 G-!L PDeeI L Owner.Name: Y L A i2 5 Date of Permit Application: I hereby certify that: Registration is not required for the follos►ing rrason(s): Work occluded by law —Job under si coo Building not ow a r-occupied Owner palling own permit Notice is hereby Shvn that: CONTRA�RS OWNERS PULLING THEIR OWN PERMIT OR DEALING WrM UNREQS'IERID FOR APPLICABLE HOME IMPROVEMENT ENT WORK DO NOT SAVE ACCESS TO RITE ARBrMATION PROGRAM OR GUARANTY FUND UNDER MGL c 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor name Rq#Uatian No. OR ' Date Owner's name 7 a�1 � 0 • . �\ a,k cv w 11 ro D - )o v 1 PARCEL IS LOCATED IN FLOOD ZONE TO THE BEST OF MY INFORMAT ION KNOWLEDGE, AND BELIEF THE IfA$ BUILT " PLOT PLAN SHOWN ON THIS ,��)��..>> . n'• Z ,MAS S. a PLAN HAS BEEN LOCATED ON THE GROUND AS INDICATE D:--AND DOES pnl.F ;, . , �,1; ,. SCALE._-!_f' CONFORM TO THE ZONING SETBACK LIMITS. �0---3---,•��'r ., - CLIENT_.�.�= ----" 110811v 1•Y t-VILCDyt, Nt�OFI:SSIONAL LAND SURVEYOR •Z03 SETUCKET ROAD SOUTH DL- tiNIS, MASS. , n fjo lz floo2 To F•bkSL -——._..------ ST 6 P To j i i • i � i i I • I � I � I � � � I I f I I i I 1 I _. I• i I I _. I I �_ I I I I I � � I I I I I i I 1 4 i � , I I I j DENT • � i�vNp�r cu�asrf ' zx(� �l�b�r o.c I ' ox °'ex( ' PrrC H I To 'END W�' £)CIST/No- RcoF • i Con�T,SDFF1r 'itXr• ! xi0 , i�16"-0 CEatfzS ! a I 1 ZxyIPLATC Zx/bi� 12"O.�C• i I NX PT l y PIF1RYf1! CAN(q MC,P ANFLS I i P I G2R�Lr-7 �pu NO j opj il�R bl' Bt Pu,*1 auiL0 I I I I I ( 1 I ! I I I I I i ' !p Z Ipp I i I LJf4�� ISEC o RtA,P i ELE.U�9Tio�✓ i I t Cape Save Inc. 7-1) Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 6/27/17 O Thomas Perry CBO o Town of Barnstable a I n Building Division 200 Main St. Hyannis,MA 02601 rn RE: Insulation Permit 17-1752 Dear Mr. Perry This affidavit is to certify that all work completed for 25 High Popple Road,West Barnstable has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey Town of Barnstable r. Building' . . :. n�axsrweis Post This Card�So Tha!ibis�/isikile From the Street-:Approved;Plans Must be,Retained on Job and this=Card Must,b`e Kept " PostedPUMURFigal, srmhereertificae ofoccupancy°is.Requirea'such Building shall Not:.be Occupieduntil,a FinaFlnspection has been<made. Permit Permit No. B-17-1752 Applicant Name: William.McCluskey Approvals Date Issued: 06/19/2017 Current Use: Structure Permit Type: Building-insulation=Residential Expiration Date: 12/19/2017 foundation: Location: 25 HIGH POPPLE:ROAD,WEST BARNSTABLE Ma Lot: .105-006 Zoningpistrict: 'RF Sheathing: Owner on Record: SNYDER,JAN Contract0 -Name: WILLIAM J MCCLUSKEY Framing: 1 Address: 25 HIGH.POPPLE ROAD •. Contractor{icens`e: CSSL-1027.7.6 2 y kT 4 WEST BARNSTABLE,MA 02668 i Estes Project Cost: $700.00 Chimney: Description,:, Add R-19 fiberglass to the basement.-Airseal the�attic� lane.and � p g . P Permit Fee: $"85.00 �a� Insulation: basement with expanding foam.General we,atherization _ � � . . FeeiPaid $85.00 Project Review.Req: Add.,R-19 fiberglass to the basement.Air sealithe attic plane and Date,: 6/19/2017 Final: basement with.expanding foam."Generalweatherization s • um���� PI b a t Rough.Plumbing: Building Official Plumbing: . 'final Plum This permit shall be deemed abandoned and invalid unless the work authorized;by this permit is commenced within six'�months a i issuance. *� k Rough Gas: All work authorized by this permit shall conform to the approved applicati6ifandtt. approved construction documentsrfor whiehahis permit has been granted. All construction,'altarations and changes of use of any.building and structures shall.be in with the local zonmgsby lawsand Bodes. Final Gas: i This permit shall be displayed in location clearly visible from access Areefl%-oadfand shall be maintained open for public inspection for the entire durationof•the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signaturesvby the Building andiFirem is permit. Service:_ Minimum of Five Call Inspections Required for All'Construction Work: 1.Foundationor Footing MRough: 4• 5„ 2.Sheathing Inspection - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation .7.Final Inspection before Occupancy - Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction., Final: "Persons contracting with unregistered contractors do not have access to'the guaranty fund (as'set forth in MGL,c:142A): fire Department PBuilding plans are to be.available onsite final: � i l All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r Town of BarnstableR�ECEP 200 Main Street, Hyannis MA 02601 508-862-4038 Application for_Buildin Permit PA g Application No: TB-17-1752 Date Recieved: 6/5/2017 Job Location: 25 HIGH POPPLE ROAD,WEST BARNSTABLE Permit For: Building-Insulation-Residential Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSL-102776 Address: West Yarmouth, MA 02673 Applicant Phone: (608) 398-0398 (Home)Owner's Name: SNYDER,JAN Phone: (508)420-7903 (Home)Owner's Address: 25 HIGH POPPLE ROAD, WEST BARNSTABLE,MA 02668 Work Description: Add R-19 fiberglass to the basement.Air seal.the attic plane and basement with expanding foam. General weatherization CD 0 � C> t n ON. Total Value Of Work To Be Performed: $700.00 s !0 Structure Size: 0.00 0.00 0.000rZ t Width Depth Total Area . I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officer's of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am.the owner of the property which is the subject of this application or the authorized agent of the property owner and have-7- been been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. ' Signed: William McCloskey 6/5/2017 (508)398-0398 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total PrpJect Cost : $700.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 6/5/2017 $85.00 ?C=_)0=_XX X_ Credit Card 0299 ......................... ....._._... ...... -...... _..................... ..__......_.----- _-.__...... _.__......................... ............--...... .............. _,................................ ..-..... ___.._........— ....._.. ... Total Permit Fee Paid: $85.00 Town of Barnstable Building e " Post This Card So That it is Visible From the Street Approved Plans"Must be Retai ed on Job aril this Card Must.be Kept • Posted Until Final Ins ec_tion Has Been Made k d p . Permit Where a Certificate of Occupancy is Required,."i" Building shall Not be Occupied until"a Final Inspection has been made Permit No. B-17-926 Applicant Name: SNYDER,JAN Approvals Date Issued: 04/04/2017 Current Use: Structure Permit Type: Building-Home Occupation Expiration Date: 10/04/2017 Foundation: Location: 25 HIGH POPPLE ROAD,WEST BARNSTABLE Map/Lot: 105-006 Zoning District: RF Sheathing: Owner on Record: SNYDER,JAN Contractor Name: Framing: 1 Address: 25 HIGH POPPLE ROAD Contractor License 2 WEST BARNSTABLE,MA 02668 E . Project Cost: $0.00 Chimney: Description: soul quest designs Permit Fee: $35.00 Insulation: Project Review Req: soul quest designs Fee Paid $35.00 Date: 4/4/2017 Final: Plumbing/Gas Rough Plumbing: - - ,� Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after)ssuance. All work authorized by this permit shall conform to the approved application and the approved construction documeirts for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. r ` Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT t YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) You must first obtain th.e necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601. (Town Hall) and get the Business Certificate that is required by law. DATE: / 7 Fill in please- ' APPLICANT'S� :ti'u':]'::i'ii=•'. ;►,'riii'ii.+' :a. y :: !. T'S YOUR NAME/S: — �: �.t�l -3�� 1 a BUSINESS ' YOUR HOME ADDRESSal h A;:� lLuiir�.'�ltd TELEPHONE # Home Telephone Number /7-930-S�E`/ �t„!1lY1�2!ti:r E-MAIL: SOtccClJ>=STS/GrvSG�'Q/�'7�0/G,CGyi� . ; NAME OF CORPORATION: NAME DF•NEW BUSINESS 2 TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO O_ ' O D �Q Assess ADDRESS OF BUSINESS "Fl DPP/ �cC /��.f� -� " � MAP/PARCEL NUMBER- ( in9) When starting a new business these are.several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth ' Rd, & Main Street)•to make sure you have the appropriate permits and licenses.required to legally operate your.business in this town. 'l. BUILDING COM7Aut ER'S OFFICE MUST COMPLY WITH HOME OCCUPATION This individu arlfor d ny p rmit requirements that pertain to this type-of businagW.LES AND REGULATIONS. FAILURE TO �� COMPLY MAY RESULT IN FINES. orized Signa ure** COMMENT - on r ; ll�^ _ (Ydtx"C .�Lc) -to ,.Lh iS 2. BOARD DF EALTH , This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS.(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business: Authorized Signature** COMMENTS: Town of Barnstable Regulatory Services o Richard V. Scali,Director sexrvszest.E. Building Division ass. Paul Roma,Building Commissioner i63q. �0 �iDlFo ° 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.m a.us Office: 508-862-403 8 Fax:. 508-790-623 0 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Z. Date: 7 Name: C 1e A) Phone#:.. 122/7-936-SR V Address: 6 Village:/). A,9e1USI-4/-3C Name of Business: ����� UPS T ��'S/G-il/S ' �ipi CIi Type of Business: -J64J Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation \EGe Z Z/v within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the 81-D;)16 /IQ activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual 1,OGc)ce 6el/ee, alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,.glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such-use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and,agree with the above restrictions for my home occupation I am registering. Applicant: 'AaA>w k Date: A `f Romeoc,doc Rev.06/20/16 11�31 �� 4 MLS Client Detail Report(294) Page 1 of 3 Client Detail with Addl Pics Report Listings as of 11/03/09 at 2:00 m Sold 07/24/09 Listing#20902300 25 High Popple Rd West Barnstable,MA 02668 Listing Price:$389,000 County: Barnstable See Ma Prop Type Single Family Prop Subtype(s) Single Family Town Barnstable Beds 3 Approx Square Feet 2216 Owner Estimated Baths(FH) 3(3 0) Year Built 1974 Lot Sq Ft(approx) 39204((Assessors Records)) Tax ID 105-6-0-0-BARN Lot Acres(approx) 0.900 rt Fes+ , 13 1M�t s ' I e k , a } I � i k http://ccimis.rapmis.com/scripts/mgrqispi.dll?APPNAME=Capecod&PRGNAME=N LSLogin&ARGUM... 11/3/2009 i f MLS Client Detail Report(294) Page 2 of 3 Directions Rt. 149 to Popple Bottom Rd.(across from the Barnstable Golf Course and next to Barnstable Conservation area). Follow to 25 High Popple. PubliclInternet Remarks The location of this home is special!Set on a lovely private lot that abuts acres of conservation land,it is a perfect spot for nature lovers and animal lovers. It has been completely updated and is ready for a new owner to appreciate.Some of the newer features include new windows,granite counters, screened-in porch,2 fireplaces,_updated baths,first floor master with private bath and a beautiful finished lower level that has sliders to an oudoor patio.aThe Ibwe_ level has approx 700 square feet of living space and is perfect for guests or an in-la p apartment.Enjoy a glider ride at an old-fashion grass field just around'the corner and golf is within-walking-distance-A-must-see!-Subject-to Lersdi:rs final-apprbval. Selling Price$396,000 Selling Date 07/24/09 Pending Date 07/23/09 SP%LP 101.80 Street Description Cul-De-Sac,Paved,Private General Page Zoning RF Year Built Desc. Actual,Renovated Total Rooms 8 Total Levels 2.0 Basement Baths 1.0 Level 1 Baths 2.0 Basement Yes Basement Description Finished,Full,Garage Access,Interior Access, Walk Out Foundation Concrete,Poured Foundation Width 28 Foundation Depth 42 Fndation Wing Width 20 Fndation Wing Depth 14 Irregular Yes Topography/Lot Desc. Cleared,Level,Wooded Association No Garage Yes #of Cars #2 Garage Description Attached,Direct Entry,Door Opener Parking Description Improved Driveway,Paved Driveway Year Round Yes Separate Living Qtrs Yes Waterfront No Water View No Convenient To Conservation Area,Golf Course,Horse Trail, Miles to Beach 1 to 2 House of Worship,Major Highway,School, Shopping Water Access Bay,Lake/Pond,Ocean Beach Description Bay,Lake/Pond,Ocean Beach Ownership Public Interior Page Fireplace Yes Number of Fireplaces #2 Master Bedroom 19x13 Level:First Floor Mstr Bdrm Features Ceiling Fan,Closet,Private Master Bath,Wood Floor Bedroom#2 16x13 Level:First Floor Bedroom#2 Features Ceiling Fan,Closet,Wood Floor Bedroom#3 13x9 Level: First Floor Bedroom#3 Features Ceiling Fan,Closet,Wood Floor Foyer OxO Level:First Floor Laundry Room OxO Level:Basement Living/Dining Combo No Living Room 19x13 Level:First Floor Living Room Features Fireplace,Wood Floor Dining Room 14x13 Level:First Floor Dining Room Features Ceiling Fan,Sliding Door,Wood Floor Kitchen/Dining Combo No Kitchen OxO Level:First Floor Kitchen Features Built-ins,Granite Countertops,Upgraded Cabinets Other Room 1 12x19 Level:Basement Other Room 1 Type In-Law Apartment Other Rm 1 Features Built-ins,Fireplace,Patio,Sliding Door,Wall to Other Room 2 22x12 Level:Basement Wall Carpet Other Room 2 Type In-Law Apartment Other Rm 2 Features Wall to Wall Carpet Appliances Dishwasher,Dryer-Gas,Microwave,Range- Floors Hardwood,Vinyl,Wall to Wall Carpet Electric,Refrigerator,Washer,Water Treatment Interior Features Attic Storage,Cedar Closet,HU Cable TV, Dry/HU-E, HU Washer,Linen Closet Exterior Style Ranch Pool No Dock No Energy Saving Feat Insulated Windows Exterior Features Deck,Patio,Exterior Lighting,Prof. Roof Description Asphalt Landscaping,Screened Porch Siding Description Clapboard,Shingle Mechanical Heating/Cooling 3+Zone Heat,Natural Gas,Oil,Hot Water Water/Sewer/Utility Cable,Private Water,Septic,Gas,High Speed Internet Hot Water/Water Heat Oil,Other Advertising Publish to Internet Yes Legal/Tax Annual Tax $2390 Tax Year 2008 Land Assessments $168300 Improvement Asmt $180100 http://ccimis.rapmis.com/scripts/mgrgispi.dll?APPNAIvE=Capecod&PRGNAME=MLSLogin&ARGUM... 11/3/2009 MLS Client Detail Report(294) Page 3 of 3 Total Assessments $348400 Annual Betterment $363300.00 To Be Assessed Unknown Mass Use Code 101-Single Family Title Reference-Book 21025 Title Reference-Page 296 Land Court Cert# # Underground Fuel Tnk Unknown Lead Paint Unknown Asbestos Unknown Flood Zone Not In Flood Zone Presented By: James A Luddy A-1 Certified Appraisals Office:508-362-0028 40 Carriage Lane Barnstable,MA 02630 508-362-0028 Fax: 508-362-3228 E-mail:J.Luddy@comcast.net November 2009 Web Page: Information has not been verified,is not guaranteed,and is subject to change.Copyright 2009 Cape Cod&Islands Multiple Listing Service,Inc.All ' rights reserved Copyright©2009 Rapattoni Corporation.All rights reserved. { http://ccimis.rapmis.com/scripts/mgrqispi.dll?APPNAME=Capecod&PRGNAME=MLSLogin&ARGUM... 11/3/2009 Parcel iletail Page 1 of 3 w ��H �4h titi71Y y4 `Z i r �'•'' Y:�. c �p _ 1x.',o$i � �-�T�"�v f f• ,,.. . . �^ CG����z'G �i//((0O// •M` �ttiF <�-iµ,n� � Logged In As: Parcel Detail Wednesday, November 4 2009 Parcel Lookup Parcel Info Parcel ID 105-006 I Developer,LOT 6& Lo . - Location 2 _._ 5 HIGH POPPLE ROAD I Pri Frontage 140 Sec Road. I FrontaSec ge Village WEST BARNSTABLE Fire District i W BARNSTABLE SewerAcct. I RoadIndex;0700 x - Asbuilt Septic Scan: P Interactive Ia 105006 1 Map - Owner Info - _ -- _ - -- - ----- -- - - ---- — --- owner-LANE, PATRICK W & JANET A I Co-owner I Streets 25 HIGH POPPLE RD I Street2 - 02668 Country B _ -`l City W ARNSTABLE State'MA Zip I Land Info Acres 0.90 use Single Fam MDL-01 zoning 'RF � Nghbd i0106 Topography.Level I Road Paved- utilities,Gas,Wel 1,Septic I Location - Construction Info Building 1 of I Year;1974 I Roof Gable/Hip I Ex Wood Shingle Built 1 SR ' I Wal Effect; Roof; AC Area :2054. Cover IAsph/F GIs/Cmp I Type None Style Ranch wall Wall Brd/Wood Bed Rooms 3 Bedrooms I Model Residential Int Bath Floor I RoomsHeat ' 3 Full I Grade Average Type Hot Water I Rooms 8 RooTotal .ms http://issq]2/intranet/propdata/ParcelDetaii.aspx?ID=6099 11/4/2009 I Parcel Detail Page 2 of 3 I U8 ... ._:... .. .... .-. E1114"'l Heat - - Found d1stories1 Story Oil Poured Conc. -. . r���• ,': IFuel� ---- ation{ J g � ` ►: 1.. ' r Permit History Issue Date Purpose Permit# Amount Insp Date Comments 12/1/1995 Void 12288 $29,500 8/27/1997 12:00:00 AM WB ADUN 6/1/1973 B16349 $0 1/15/1975 12:00:00 AM WB DW VisitHistory - - ----------' _-...---------------------___ -- ----- -_- - Date Who Purpose 7/21/2006 12:00:00 AM Paul Talbot Meas/Est 8/27/1997 12:00:00 AM Lloyd Kurtz Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 5/23/2006 LANE, PATRICK W& JANET A 21025/296 $405,000 2 8/15/1987 CAREY, WILLIAM T& MARY V 5875/092 $200,000 3 6/15/1984 ROBERTSON, EARL A 4129/275 $116,000 4 10/4/1977 WILSON, ARCHIE F III & BARBARA P 2593/96 , $0 j 5 7/24/2009 SNYDER., JAN & STARR, LINDA 23914/292 $396,000 Assessment History Save# Year _ Building Value XF Value OB Value Land Value Total Parcel Value 1 2009 $149,100 $14,900 $0 $161,500 $325,500 2 2008 $180,100 $14,900 $0 $168,300 $363,300 4 2007 $179,000 $14,900 $0 $168,300 $362,200 5 2006 . $151,700 $7,200 $0 $183,000 $341,900 6 2005 $139,000 $7,100 $0 $166,300 $312,400 7 2004 $116,400 $7,100 $0 $141,400 $264,900 8 2003 $105,700 $7,100 $0 $51,300 $164,100 i 9 2002 $105,700 11100 $0 $51,300 $164,100 10 2001 $105,700 $7',100 $0 $51,300 $164,100 11 2000 $86,600 $6,300 $0 $34,300 $127,200 12 1999 $86,600 $6,300 $0 $34,300 $127,200 http://issgl2/intranet/propdata/ParcelDetaii.aspx?ID-6099 11/4/2009 . I Parcel Detail Page 3 of 3 13 1998 $86,600 $6,300 $0 $34,300 $127,200 14 1997 $107,700 $0 $0 $34,300 $142,000 15 1996 $107,700 $0 $0 $34,300 $142,000 16 1995 $107,700 $0 $0 $34,300 $142,000 17 1994 $97,800 $0 $0 $30,900 $128,700 18 1993 $97,800 $0 $0 $30,900 $128,700 19 1992 $111,100 $0 $0 $34,300 $145,400 20 1991 $119,200 $0 $0 $68,700 $187,900 21 1990 $119,200 $0 $0 $68,700 $187,900 22 1989 $119,200 $0 $0 $76,300 $195,500 23 1988 $85,300 $0 $0 $19,100 $104,400 24 1987 $85,300 $0 $0 $19,100 $104,400 25 1986 $85,300 $0 $0 $19,100 $104,400 Photos 1 r£ i http://issg12/intranet/propdata/ParceIDetai1.aspx?ID=6099 11/4/2009 Parcel Detail Pagel of 3 i" TH p .��„�`j"1 S,LbtAST LE 4tAS � Logged In As: Parcel Detail Wednesday, November 4 2009 Parcel Lookup Parcel Info Parcel ID 105-006 I Developer LOT 6& Lot Location 125 HIGH POPPLE ROAD I Pri Frontage 1140 I Sec Road I Sec Frontage Village IWEST BARNSTABLE I Fire District JW BARNSTABLE Sewer Acct I I Road Index 6700 Asbuilt Septic Scan: interactive 105006_1 Map _— � ? �-. w Owner Info Owner I LANE, PATRICK W & JANET A I Co-Owner I Streets 125 HIGH POPPLE RD I Street2 City JW BARNSTABLE ( State MA zip 02668 Country w Land Info Acres 10.90 Use Single Fam MDL-01 I zoning �F Nghbd 0106 Topography Level I Road Paved Utilities I Gas,Well,Septic Location w Construction Info Building 1 of 1 Year 1974 I Roof Gable/Hip ( Ext Wood Shingle Built Struct Wall Effect 2054 I Roof Asph/F GIs/Cmp I Ac None Area cover Type Bed Style Ranch I Wald Wall Brd/Wood I Rooms 3 Bedrooms I Model I Residential I Int Bath Floor I Rooms 3 Full I Grade Average i Type Hot Water I Rooms 8 Rooms http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6099 11/4/2009 Parcel Detail Page 2 of 3 i Heat FoundPTo g; rq Stories 1 Story Oil I Poured Conc. s,, 1 r� ' :- 'a GAR Fuel ation .941. UP` ,. '' Permit History Issue Date Purpose Permit# Amount Insp Date Comments 12/1/1995 Void 12288 $29,500 8/27/1997 12:00:00 AM WB ADD'N 6/1/1973 B16349 $0 1/15/1975 12:00:00 AM WB DW Visit History Date Who Purpose 7/21/2006 12:00:00 AM Paul Talbot Meas/Est 8/27/1997 12:00:00 AM Lloyd Kurtz Meas/Listed-Interior Access Sales History ' Line Sale Date Owner Book/Page Sale Price 1 5/23/2006 LANE, PATRICK W&JANET A 21025/296 $405,000 2 8/15/1987 CAREY, WILLIAM T & MARY V 5875/092 $200,000 3 6/15/1984 ROBERTSON, EARL A 4129/275 $116,000 4 10/4/1977 WILSON, ARCHIE F III & BARBARA P 2593/96 $0 5 7/24/2009 SNYDER, JAN & STARR, LINDA 23914/292 $396,000 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2009 $149,100 $14,900 $0 $161,500 $325,500 2 2008 $180,100 $14,900 $0 $168,300 $363,300 4 2007 $179,000 $14,900 $0 $168,300 $362,200 5 2006 $151,700 $7,200 $0 $183,000 $341,900 6 2005 $139,000 $7,100 $0 $166,300 $312,400 7_ 2004 $116,400 $7,100 $0 $141,400 $264,900 8 2003 $105,700 -$7;100 $0 $51,300 $164,100 9 2002 $105,700 1.1.100 $0 $51,300 $164,100 10 2001 $105,700 $7,100 $0 $51,300 $164,100 11 2000 $86,600 $6,300 $0 $34,300 $127,200 12 1999 $86,600 $6,300 $0 $34,300 $127,200 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6099 11/4/2009 Parcel Detail Page 3 of 3 13' 1998 $86,600 $6,300 $0 $34,300 $127,200 14 1997 $107,700 $0 $0 $34,300 $142,000 15 1996 $107,700 $0 $0 $34,300 $142,000 16 1995 $107,700 $0 $0 $34,300 $142,000 17 1994 $97,800 $0 $0 $30,900 $128,700 18 1993 $97,800 $0 $0 $30,900 $128,700 19 1992 $111,100 $0 $0 $34,300 $145,400 20 1991 $119,200 $0 $0 $68,700 $187,900 21 1990 $119,200 $0 $0 $68,700 $187,900 22 1989 $119,200 $0 $0 $76,300 $195,500 23 1988 $85,300 $0 $0 $19,100 $104,400 24 1987 $85,300 $0 $0 $19,100 $104,400 25 1986 $85,300 $0 $0 $19,100 $104,400 Photos http://issg12/intranet/propdata/ParceIDetai1.aspx?ID=6099 1 l/4/2009 MLS Pagel of 3 Listing Summary Listing #20902300 25 High Popple Rd, West Barnstable, MA 02668 Sold (07/24/09) DOM/CDOM: 133/237 $389,000 (LP) Beds: 3 Baths: 3 (3 0) (FH) Sq Ft: 2216 Lot Sz: 39204sgft* $396,000 (SP) Town: Barn Yr: 1974* SP% LP: 101.80 Remarks Picture Report Listing Violation The location of this home is special! Set on a lovely private lot that abuts acres of conservation land, it is a perfect spot for nature lovers and animal lovers. It has j , .L• been completely updated and is ready for a new owner to appreciate. Some of the newer features include new windows, granite counters, screened-in porch, 2 fireplaces, updated baths, first floor master with private bath and a beautiful finished lower level that has sliders ' to an oudoor patio. The lower level has approx 700 square feet of living space and is perfect for guests or an in-law apartment. Enjoy a glider ride at an old- _ - Additional Pictures 1; Pictures(177) Attached Docs See Map' Agent Team James Kalweit E�l (ID:U2G1)Primary:508-888-8999 x109 Second ary:508-685-5310 Office Kalstar Realty Services(ID:KAL)Phone: 508-888-8999, FAX:508-888-0067 Property Type Single Family Property Subtype(s) Single Family Status Sold(07124/09) Town Barnstable Commission Sub Agent Comm. Buyer Agent Comm. Dual Agent Comm. Comments Dual Var Comm 0% 2.5% 2.5% 4%if sold by Listing AgentYes Facilitator Comm 2.5% Listing Type Excl. Right to Sell Owner Name Patrick W Lane County Barnstable Tax ID 105-6-0-0-BARN Beds 3 Baths (FH) 3(3 0) Approx Square Feet 2216 Sq Ft Source Owner Estimated Lot Sq Ft(approx) 39204* Lot Acres(approx) 0.900 Lot Size Source (Assessors Records) Year Built 1974* Listing Date 03/12/09 All Office Remarks Short Sale. Sale is subject to lenders approval. Final commission is to be split 50/50 with cooperating broker as negotiated with lender's final approval.Seller requests no Saturday showings.Square footage reflects finished lower level.All measurements should be verified. Directions to Property Rt. 149 to Popple Bottom Rd.(across from the Barnstable Golf Course and next to Barnstable Conservation area). Follow to 25 High Popple. Selling Information Selling Price 396,000 Selling Date 07/24/09 Listing Price 389,000 Pending Date 07/23/09 SP% LP 101.80 Original Price 389,000 Financing Conventional http://ccimis.rapmis.com/scripts/mgrglspi.dll?APPNAME=Capecod&PRGNAME= 11/4/2009 MLS Page 2 of 3 Comments Selling Agent Colleen C Kilfoil(U2052) Selling Office A Cape House.com(ACAPQ Concessions No �:-tijfr• . t`_r _ Listing Page ' Commission-Other None Showing Instructions Appointment Req.,Call Listing Agent,Yard Sign General Page Zoning RF Year Built Desc. Actual,Renovated Total Rooms 8 Total Levels 2.0 Basement Baths 1.0 Level 1 Baths 2.0 Level 2 Baths 0.0 Level 3 Baths 0.0 Basement Yes Basement Description Finished, Full,Garage Access, Interior Access,Walk Out Foundation Concrete,Poured Foundation Width 28 Foundation Depth 42 Fndation Wing Width 20 Fndation Wing Depth 14 Irregular Yes Lot Depth 0 Lot Width 0 Topography/Lot Desc. Cleared,Level,Wooded . Association No a Annual Assoc.Fee $0 Assoc.Fee Year 0 Garage Yes #of Cars #2 Garage Description Attached,Direct Entry,Door Opener Parking Description Improved Driveway,Paved Driveway Year Round Yes Separate Living Qtrs Yes Waterfront No Water View No Convenient To Conservation Area,Golf Course,Horse Trail,House of Worship,Major Highway,School,Shopping Miles to Beach 1 to 2 Water Access Bay,Lake/Pond,Ocean Beach Description Bay, Lake/Pond,Ocean Beach Ownership Public Street Description Cul-De-Sac,Paved,Private Interior Page Fireplace Yes Number of Fireplaces #2 Master Bedroom 19x13 Level:First Floor Mstr Bdrm Features Ceiling Fan,Closet, Private Master Bath,Wood Floor Bedroom#2 16x13 Level:First Floor Bedroom#2 Features Ceiling Fan,Closet,Wood Floor Bedroom#3 13x9 Level: First Floor Bedroom#3 Features Ceiling Fan,Closet,Wood Floor. Foyer OxO Level:First Floor Laundry Room OxO Level:Basement Living/Dining Combo No i Living Room 19x13 Level: First Floor Living Room Features Fireplace,Wood Floor Dining Room 14x13 Level:First Floor Dining Room Features Ceiling Fan,Sliding Door,Wood Floor Kitchen/Dining Combo No Kitchen OxO Level:First Floor http://ccimis.rapmis.com/scripts/mgrqispi.dll?APPNAME=Capecod&PRGNAME= 11/4/2009 MLS , Page 3 of 3 Kitchen Features Built-ins,Granite Countertops,Upgraded Cabinets Other Room 1 12x19 Level:Basement Other Room 1 Type In-Law Apartment Other Rm 1 Features Built-ins,Fireplace,Patio,Sliding Door,Wall to Wall Carpet Other Room 2 22x12 Level:Basement Other Room 2 Type In-Law Apartment Other Rm 2 Features Wall to Wall Carpet Appliances Dishwasher,Dryer-Gas,Microwave,Range-Electric,Refrigerator,Washer,Water Treatment Floors Hardwood,Vinyl,Wall to Wall Carpet Interior Features Attic Storage,Cedar Closet,HU Cable TV,Dry/HU-E,HU Washer,Linen Closet Exterior Style Ranch Pool No Dock No Energy Saving Feat Insulated Windows Exterior Features Deck,Patio,•Exterior Lighting,Prof.Landscaping,Screened Porch Roof Description Asphalt Siding Description Clapboard,Shingle Mechanical Heating/Cooling 3+Zone Heat,Natural Gas,Oil,Hot Water Water/Sewer/Utility Cable,Private Water,Septic,Gas,High Speed Internet Hot Water/Water Heat Oil,Other Legal/Tax Annual Tax $2390 Tax Year 2008 Land Assessments $168300 Improvement Asmt $180100 Other Assessments $0 Total Assessments $348400 Annual Betterment $363300.00 Unpaid Betterment $0.00 To Be Assessed Unknown Mass Use Code 101-Single Family Title Reference-Book 21025 Title Reference-Page 296 Land Court Cert# # Underground Fuel Tnk Unknown Lead Paint Unknown Asbestos Unknown Flood Zone Not In Flood Zone Denotes information autofilled from tax records. Information has not been verified,is not guaranteed,and is subject to change.Copyright 2009 Cape Cod&Islands Multiple Listing Service, Inc.All rights reserved Copyright©2009 Rapattoni Corporation.All rights reserved. Generated: 11/04/09 11:50am POWERED BY RapattonML http://ccimis.rapmis.com/scripts/mgrqispi.dll?APPNAME=Capecod&PRGNAME= 11/4/2009 _ 15 INSTALL 578-SIMPSON TITEN HD ANCHOR BOLTS AT' NOTES, 48'o.c.MAX.WI SIMPSON BPS 5/8-3 BEARING PLATES 6. 9. PLACE BOLTS WITHIN 6'-15'OF EACH CORNER AND 20'-0' 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS TO AB'MINIMUM DEPTH.BOLT LENGTH IS IO. IN &DIMENSIONS IN THE FIELD - 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, . —� i O DETAILS,&FINISHES IN THE FIELD WITH OWNERLINE OF ISTING NEW 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 48"o.c. DECK EXNROO i DECKBSUNROOM DECK FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR TO BE REM O VED__________16_�-_____I 4'-0' 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS � � � T—————— — m STATE BUILDING CODE s� EDITION AMENDEMENT&IRC2015 T-1 1/2" 3'-3' T-3' '-3- T-2 3/4- �j9iV I ANDERSEN 5.) 110 MPH EXPOSURE B WIND ZONE � j 6'3"x 1'9' TRANSOM 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, i ANDERSEN ANDERSEN I AND RSEN ANDERSEN OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING TW21052 TM1052 TW2 os2 Twzlosz 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SURVEYOR FOR ALL I o 11 PROPOSED&EXISTING DETAILS I ANDERSEN I NEW I ANDERSEN TW21052 I SUNROOM TW21052 /— 9:)^ FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF I L1 ALL SIMPSON COMPONENTS A (VAULTED CEILING): C) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS P.T.2x6SILL WI SEALER o 3 `�`( O Co TO BE 3000 PSI m ANDERSEN f — + ANDERSEN A3 �R I VELUX I I NELUX TW21052 0 F1. VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 7052 VSM04 VSM04 0 I I SKYLIGHT I I I SKYLIGHT Q DURING FRAMING CONSTRUCTION LABOVE J �wBOVE J C012.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE ANDERSEN 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED ANCHOR BOLT DETAIL Tw�1os2 i_ Q F ------ cmo 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION : 3'0'x6'11' \ IN ON I 1 NEW MULTjLVL BEAM ABOVE p LJ II i1 n EXIST. EXIST. KITCHEN EXIST. XIST. GARAGE I NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOFMING: FIRST FLOOR PLAN BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIMIMBOAR BOARD TO RAFTER(END NAILED) 2-16d 3 16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5.16d AT JOINTS LEGEND: STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'D.C. HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES FLOOR FRAMING: EXISTING WALLS JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST 1 r —, CONSTRUCTION TO BE REMOVED BLOCKING TO JOISTS(TOE NAILED) 2-8tl 2-10tl EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3.16d 4-1 6d EACH BLOCK NEW CONSTRUCTION LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16d 3-16d PERFOOT IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) ,� CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8d 10d - 6'EDGE/6'FIELD TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) RAFTERS OR TRUSSES SPACED OVER 16'D.C. 8d 10d 4'EDGE/4'FIELD I FENESTRATION I SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6'EDGE/6'FIELD LWACTOR UFACTOR R-VALUE R-VALUE R-VALUE R-VALUE R VALUE R-VALUE GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6'EDGE/6'FIELD W/STRUCTURAL OUTLOOKERS OW AMMENO. o.ss 49 M.113.5 w 15119 10(4 FT.DEEP) 15119 GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4"FIELD NOTES: CEILING SHEATHING: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. j GYPSUM WALLBOARD Sd COOLERS — 7'EDGEI70'FIELD 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR ( \ OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL WALL SHEATHING: 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS WOOD STRUCTURAL PANELS(PLYWOOD) 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR STUDS SPACED TO 24' 8d tOd 3'EDGE/12'FIELD 8 R13 CAVITY INSULATION 0 1/2"&25/32'FIBERBOARD PANELS _ 8d _ — 3'EDGE/6'FIELD - ,�� GYPSUM WALLBOARD Sd COOLERS — T EDGE/10'FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) I 1 1'OR LESS THICKNESS 8d 10d 6'EDGE/12'FIELD 1 �. GREATER THAN 1'THICKNESS 10d 16d 6'EDGE/6'FIELD __- COTUIT BAY DESIGN, LLC THE DESIGNER DRAWISHALL BE NOTIFIED STARIOF SCALE _ NEW ADDITION/REMODELING :FOR' TERRORS OR HESEDRAWINGSPRIORTOSTGCOTR DRAWING NO _ 43 BREWSTER ROAD - CONSTRUCTIONSIBLEFORTH CONTRACTOR 1/4" - 1'-0" _ WILL BE RESPONSIBLE FOR COWEW MASHPEE MA. 02649 SNYDE INTHESEDRAWWHOUTGS IF NONSTRUCTId4 - o R/K E N_T=R E S I DEN C E 4 - - CDE OMMENC OF MYES WITHOUT NOTIFYING THE DATE PH. (508)274-1166 THESE E DRAWINGS ERRORS OR OMISSIONS. THESS. THESE DRAWINGS ARE SOLELY FOR THE USE _ FAX(508) 53s-94o2 25 HIGH POPPLE ROAD WEST BARNSTABLE, MA AR,�OWNERNOTED.ANY OTHER PROTECTION A 1 THESE DRAWINGS REQUIRES THE WRITTEN 11/30/2017 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION NETIFY HE FIELD AL ROOF PITCH 29'-3' 12 7.5 0 u -- -- -- IIILII 1111 11 111111 111111 lill 11 1 1 REAR ELEVATION P.T.6x 6 POSTS NEW ASPHALT ROOF SHINGLES i \\ NEW PVC FASCIA,FRIEZE,8 SOFFIT / \ BOARDS TO MATCH EXISTING TOP OF PLATE NEW PVC CORNERBOARDS El ❑ TO MATCH EXISTING Z Cl AZEK DECKING N &RAILINGS x EIF] w x U FIRST FLOOR wi SUBFLOORIfiNlilihilh, / \ -- TOP OF PLATE RIGHT ELEVATION NEW PVC TRIM TO EW W C SHINGLE SIDING Z ❑ ■ TO MATCH EXISTING MATCH EXISTING y w x U r ¢ f SFIRST FLOOR !j UBFLOOR fIt - 111111 1 LEFT ELEVATION r I�/J THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE I DRAWING NO. `y ' C COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR; I ERRORS OR THONSADING CONK - 11�\ THESE DRAWINGS PRIOR TO START OF pm 43 BREWSTER ROAD CONSTRUCTION.ERESPONSIBLEFORTHE CONNTENTT� 1/4" = 1'-0" x - MASH PEE MA. 02649 - - _ - C MMENCSE S WINGS IFTHOUT NOTIFYING -- LJ G o �� S N Y D E R/K E N_T'RESIDENCE CDE OMMENCES WITHOUT NOTIFYING THE PH. (5O8 274-11 VV THESE DRAWINGS ERRORS OR OMISSIONS. DATE : THESE DRAWINGS ARE SOLELY FOR THE USE ) OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN -_ - FAX (508) 539-9402 - 25 H IGHI P60tE ROAD WEST BARNSTABLE, MA ACTOM OF THEDEBIDNERONDERTHE 1v14/2o17 ARCHITECTURAL COPYRIGHT PROTECTION P.T.2 x 10 LEDGER BOARD SCREWED TO 20'-0" SOLID BLOCKING W/(z)LEDGERLOK SCREWS NEW 12"D(A.CONCRETE - 20'-0' 16"o.c.WI ZMAX LU28 JOISTS HANGERS 6'-B" 6'-B" 6'-8- SONOTUBES TO 4'0'BELOW INSTALL SIMPSON DTT1Z TENSION TIES GRADE.USE SIMPSON ABU66 AT(4)LOCATIONS FROM HOUSE TO DECK POST BASE 8 AC6/ACE6 POST JOIST(1)EACH END 3 P.T.2 z 10's CAPS FOR P.T.6 x 6 POSTS IA, j F4,6 POST FROM RIDGE DOWN P.T.2 x 8's71 . . TO HEADER BELOW 8 FROM W/MID-SPAN BLOCKING HEADER DOWN TO FOUNDATION 4 m 1 ? 16'-0" 4'-0" q do NEW 8"CONCRETE OUNDATION WALLS WI(1)HORI NTAL BAR Jo. 4•-0- SOLID BLO KING IN THE OUTSIDE AT TOP 8 BOTTOM F WALL 8 TWO RAFTE R BAYS AT 48"o.c. 8"x 18"CONCRETE I OOTINGS W/2X4KEY BEAM#2 2 -3/4"x 7-114"LVL P.T.2 x 10's 1 3K,2J 2J 2J 3K,2J 4 SOLID BLOCKING IN THE OUTSIDE f A I I TWO JOIST BAYS AT 48"o.c. I I A 3K,2J ¢ 3K,2J - I , m BASEMENT I I " �_ N A WINDOW c I 3 0 J 7 o zJ zJ 0 A3 z 2 x 10's 16" z W/MID-SPAN BLOCKING I I Z o O 00 °-y. I NEW CRAWLSPACE I a 4'-9' zJ ` I m 4"CONCRETE SLAB W/6 MIL POLY UNDERNEATH I nl 4 ~ I ml 4 x 6 POST UNDER EACH I I I I a' 3K,2J 3K,2J END OF NEW BEAM BEAM#3(3)1 /4"x 16"LVL 4x6POST FROM DRILL 8 PIN NEW FOUNDATION REMOVE EXISTING RIDGE DOWN TO TO EXIST.FOUNDATION WALL BASEMENT WINDOW BEAM TOP 8 BOTTOM EXIST. FOR ACCESS INTO NEW CRAWLSPACE EXIST. BASEMENT GARAGE NEW ROOF TO BE BUILT y1 OVER EXISTING ROOF FOUNDATION PLAN NEW ROOF CONST•2 z 10 ROOF RAFTERS @ 16'o.c..c. -AS PLYWOOD ROOF SHEATHING ROOF FRAMING PLAN -ASPHALHAL T ROOF SHINGLES -15LB.FELT PAPER 4 x 6 POST FROM RIDGE BEAM#1(2)1-3/4"x11-7/8" -SPRAY FOAM INSULATION DOWN TO(3)7-1/4"HDR.W LVL RIDGE BEAM 4 x 6 POST DOWN TO 4 x 6 POST FROM RIDGE @ SLOPED CEILINGS(R=49) NOTES: FOUNDATION UNDER DOWN TO HEADER -SIMPSON H 2.5 HURRICANE CLIPS 1.) ALL ROOF RAFTERS TO BE 2 x 10'S EACH END OF HDR. AT ALL RAFTER ENDS UNLESS OTHERWISE NOTED 2 x 4's @ 16"o.c. -ICE/WATER SHIELD AT BOTTOM 1/2"GYP.BOARD 3'0"OF ROOF 2.) USE SIMPSON H2.5A HURRICANE CLIPS ON 1 x 3 STRAPPING -PROP-A VENT BETWEEN RAFTERS I AT ALL RAFTERS ENDS 12 @ 16"o.c. -WIND WASH BARRIERS I INSTALL FLASHING UNDER NSTALL NEW SPRAY FOAM -ALUMINUM DRIP EDGE I 3.)VERIFY GUTTER TYPE/LAYOUT 7.5 3 1-314'x 7-114'LVL HDR. INSULATION(R49) I HOUSEWRAP 8 DECKING W/OWNERS DECKING TOP OF PLATE CONTINUOUS(3)2x8 HEADER I (3)2x8 HDR.,HUC26-3 ` rn AT POST END,TYP. ❑ ❑ ❑ FLOOR JOISTS � BOTH SIDES BALLOON FRAME GABLE END WALL P.T. I p.T.2 x 8's @ 16"o.c. \ TYPICAL ASPHALT � ROOF SHINGLES NEW WALL CONST. SIB'CDX PLYWOOD SHEATHING w 2 x 12 RAFTERS 15#FELT PAPER = NEW 1:2 x 6 STUDS @ 16'o.c. INSTALL PEEL 8 STICK ` O 3/4'T 8 G PLYWOOD 2.1/2"PLYWOOD SHEATHING RUBBER MEMBRANE SIMPSON H 2.5A HURRICANE CLIPS SUBFLOOR-GLUED 8 NAILED S UN ROOM 3.SPRAY FOAM INSULATION(R20) BETWEEN LEDGER 8 WIND WASH �� 3'0"WIDE ICE/WATER SHIELD 4.1/2"GYPSUM BOARD SHEATHING BARRIER FIRST FLOOR 5.W.C.SHINGLE SIDING P.T.LEDGER BOARD ATTACHED TO BAND ALUMINUM DRIP EDGE SUBFLOOR 6.TYPAR VAPOR BARRI P.T.2 x 8's @ 16"o.c. JOIST W/TWO(2)LEDGERLOK SCREWS 1 x 8 FASCIA BOARD 1 x 3 STRAPPING W/ NEW P.T.2 x 6 SILL NEW 2 x 10's @ 16"o.c. INSTALLED PER IRC 507.2 SPACING 1/2"GYPSUM BOARD WI SEALER NEW REOUIREMENTS BASED UPON JOIST SPAN. 1 x 4 SOFFIT BOARD LOCK SOLID 3-P.T.2 x 10'S DECK+ DETAIL JOISTS SHALL BE INSTALLED IN 1 x CONT.VINYL SOFFIT VENT CRAWLSPACE TYPER POSTS, APPROPRIATE HANGERS SIZED FOR JOISTS. I 1 x 3 SOFFIT BOARD I 1 314"CROWN NEW SPRAY FOAM 2'CONC.SLAB WI 6 MIL I TYP.2 x 6 WALLS I 4 INSUL,(R30) POLY UNDERNEATH I. MECHANICAL CONNECTION FOR DECK 1 x 6 FRIEZE BOARD LATERAL LOAD RESISTANCE(3000 LB LOAD 12'DIA.CONCRETE SONOTUBES TOTAL)REO'D.USE SIMPSON DTT2-Z(IN 2 TO 4'0'BELOW GRADE.USE SIMPSON I LOCATIONS)OR T (IN 4 LOCATIONS). DETAIL AT WALL f • ABU 66 POST BASE ONE CONNECTORR TOO B BE INSTALLED WITHIN n NEW 8"CONCRETE FOUNDATION 24"OF EACH END OF THE DECK. MINIMUM SECTION CT I O N @ S U N ROO M WALLS W/(1)HORIZONTAL BAR LEDGER BOARD SHALL BE P.T.2x8, AT TOP 8 BOTTOM OF WALL 8 A 4 ANCHORED TO STRUCTURE PER IRC 507.2 SCALE: 1/2"=V-0"3 B'x 18-CONCRETE FOOTINGS I W/2XKEY GNER SHALL BE NOTIFIED IF Q COTU�T BAY DESIGN, LLC NEW ADDITION/REMODELING FOR; I ERRORS ICTION, HEBUILDINGCO FOUND O� SCALE : THESEDRAWINGS PRIORTOSTARTOF DRAWING NO.: �I 43 BREWSTER ROAD WILLCON BE RESPONSIBLE FO THE CONTRACTOR H I " WILL BE RESPONSIBLE FOR THE CONTENT ._. C THESEEN DRAWINGS IF CONSTRUCTION _... .. - ._.. - ' COMMENCES WITHOUT NOTIFYING THE MASHPEE MA. 02649 _ SNYDER/KENT RESIDENCE - DESIGNER OFANYERRORS OR OMISSIONS. DATE : y Cam` THESE DRAWINGS ARE SOLELY FOR THEME_ PH. (SOH)274-11 VV • OF THE OWNER NOTED.ANY OTHER USE OF - FAX(508) 539-9402 25 HIGH POPP LE ROAD WEST BARNSTABLE MA M DRAWINGS REQUIRES THE WRITTEN 1v3o/2o17 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF1 , ACT OF 990. 111.8 \7 ,7�'� GENERAL N0 TES: 1. HOUSE NUMBER. 25 108.9 \ 2. ASSESSOR'S INFORMA 710N.• MAP 105, PARCEL 6 ;10 P.�1RC�'L T 3. FLOOD ZONE X (PANEL 250001 05J4 J) Nl C F 4. ZONING DISTRICT RF RIA5YTY AArAr STLWST a 'o \� \ 5. 0VERLA Y DISTRICTS.• GROUND WA TER PROTECTION DIS7RlCT & RESOURCE PROTECTION DISTRICT 6. LOT COVERAGE BY- A. EXIS77NG S7RUC711RES.• 2,584 S.F./ 38,886 SF. = 6.6.E APPROXIMATE /- w \ �\ LocATloIN.of +111.1 ��o� B. EXIS77NG & PROPOSED S7RUC7URES.• 2,722 S F./ 38,886 SF = 7.0% �p y, EXISTING D\BOX & / \ LEACHING FIE �_ c� A \ LAWN / 7TOPOGRAPHIC INFORMA 77ON COMPILED FROM AN ON THE GROUND SURVEY 102.8 \ 8. ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DATUM 1 1988. `O \ \ \ O \ 100 �o$ � \ /i 105. \ \ �� � \ •'�°� \ WOODED 6 \ � `'Ok0 .� � \ LEGEND PARM D z \� \ \\ \ \ �� 9,,5 105.2 ----98 ---- EXIS77NG 2' CONTOUR A 1y' \ \\ \\ > �Fs \r0� 20 4.5 � 104.a 100 EXIS77NG 10' CONTOUR \ � �G• \ TORN OF � \ � \\'o? ,-'pEc� �� G° +102.5 EXIS77NG SPOT ELEVA77ON B9RNSTABL�' \ /SANG D��( AN SU R F- N \ O. 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K9REN \\ �� GAS 99.0 L. 1YOMAU1v �✓ s��C JA N SN YDER : 96.2 w �/� 25 HIGH ' Q POPPLE ROADi2 0 \\ Rol Q WEST BARNSTABLE, MA GUY s>6, Pd FOND A Scale: 1 "=20' Date: NOVEMBER 16, 2017 20 O /0 20 40 FOUND SCALE 1 /NCH = 20 FEET' CB r� y \ Py�"OF MgS FOUND TEL.YABLE 93.7 �� ��� S10 Z, GARY S.CABBIE TYarw2ck & Associates Inc. F91.2 \ o y s DRAW BY.` LA/., R.dW. DAB fo/'24%J7 U NO.40039 63 County Road Box 80> 0 a1EAKM eri s virr t Art \\ s�NgL L No North Falmout/4 Jfass 022556 (508) 583 - 7777 P.-Ica �• d ,�ts zo�lss17o7r I�Is�7o7>:dwg � ll/l711`�